## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 427

The models include dependencies belween the maximum

The models include dependencies belween the maximum

**wave height**from neighbouring directional sectors . Furthermore , the stochastic models include ...Page 428

It is assumed that the maximum significant

It is assumed that the maximum significant

**wave height**H , taking these effects into account can modelled by : H = H ; + Z ( 3 ) where Z is a Normally ...Page 431

The data set contains 49 observations of HmaxdHs , where Hoax is the maximum individual

The data set contains 49 observations of HmaxdHs , where Hoax is the maximum individual

**wave height**measured during the storm and H , is the peak 3 - hour ...### What people are saying - Write a review

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical storm strength stress structure surface Table theory typical uncertainty variables wave height wind